Unit – I (2010-11)
Q1. Calculate the anchorage length in tension and compression for – A single mild steel bar of dia θ in concrete of M20. An HYSD bar of grade Fe415 of dia 20 mm in concrete of M20. Q2. Design the shear reinforcement for a rectangular doubly reinforced beam as shown in figure. The materials used are M25 grade concrete and Fe415 grade steel. Q3. ................
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